Edmond Multimodal Hub - Integrative Studio

Espen integrative studio may 5th, 2023 aaron wagnitz

Espen ES PEN

place

EHS PEHN

a. an opportunity to create a new center for Edmond, one that promotes sustainable urban design and highlights the new train station as a grounding icon for the city. b. Edmond + Aspen = Espen (get it?)

We found these photos to be inspiring feats of railroad engineering.

Drawings of timber railroad bridges provided a base to build our design on.

Trend of making industrial infrastructure into a backdrop for public functions. Retains memory of the place while acting as a stage for community.

RESTAURANT

PARK/POND

PICKLE BALL COURTS

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top view siteplan

Team

ESPEN

TENNIS COURTS

PUBLIC PLAZA

MIXED-USE

PARKING GARAGE

MIXED-USE

We redesigned the streets on the site to be better for pedestrians and public transit. Our building spans over 3rd street, using it as a tool to focus attention on the train. We designed it to focus your view...

Date: Drawn by: Checked by:

A11

SD SIT Scale:

2

DD Level 2 NEW 1/64" = 1'-0"

3

DD Level 4 1/64" = 1'-0"

Floor Plans

DD Floor Plans

A136 04/09/23

First floor is ordered around the tracks, with the south side of street having train platform.

Access to transit is on this level.

Second floor is the main level, where most visitors have to make decisions about where to go.

From here, you can access all of the program.

3 2

Walkway is on the top of the structure, providing a tourist activity and amazing views of Edmond.

Legend 1. Platform

9. Cafe

17. General Offices

2. Mechanical Room

10. Cafe Storage

18. Manager’s Office

3. Electrical Room

11. Restrooms

19. Locker Room

4. Hard Rock Cafe

12. Restrooms

20. Shower/bathroom

5. Outdoor Seating

13. Vending Area

21. File/work room

6. Mechanical Room

14. Reception

22. Skyline

7. Lobby

15. Security Office

8. Ticket Office

16. Dispatch Headquarters

TEAM 03

EMMTH

N 15

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45

Edmond Multi-Modal Transit Station Proposal

First Level Design Documentation

DD Level 1 NEW 1/64" = 1'-0"

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DD Level 2 1/64" = 1'-0"

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eral Offices

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ager’s Office

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ker Room

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wer/bathroom

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work room

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ine

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First Level

Second Level Design Documentation Presentation

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Wagnitz

Third Level 11

In a hurry or bad at directions? Follow the green tracks on the ground to help get you on the most direct route when you visit the station.

Corrugated Metal

Interior Palette

Earth-toned terrazo

CLT

Exterior Palette

Plywood Paneling

Shou Sugi Ban Concrete

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45

RESTA

PARK/ East Elevation

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VERTICAL CIRCULATION

PUBLIC

RESTAURANT

PARKING GA

OFFICE

PUBLIC PLA

TENNIS COURTS

VERTICAL CIRCULATION

Barrisol

Horizontal Proportions Study

ons from Shou Sugi Ban, a nhance the facade in a

Elevation Study = 1'-0"

6” Shou Sugi Ban

Vertical Proportions Study

Glulam Beam

Glulam Column

Dimensional Lumber Steel Casing

7.5’ x 3.5’ Window

Design Documentation Presentation

Wagnitz

Using accurate dimensions from Shou Sugi Ban, a matrix was created to enhance the facade in a subtle way.

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West Elevation Study 1/2" = 1'-0"

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Section Perspective

Wall Section

Edmond Multi-Modal Transit Station Proposal

Wall Section

Metal Railing Wood Flooring Finish 2" Steel Cap Hybrid Pedestal

Soil 8"

3" Concrete Slab

Level 4 69' - 0"

Metal Decking

Hot Fluid Applied w/ membrane Concrete Slab 1' 6" Timber Beam Wood Joist

3

Section 7c 1/2" = 1'-0"

Wood Stud

tx

F OO R SEIRAV

Level 3 42' - 0"

Thermal Insulation 2" 5 layer CLT

Interior Finish 2"

OPT - YLBMESSA FOOR "0-'1 = "2/1 1

20 F

TPO Roof Membrane 2" Vapor Barrier 1"

GNIRAEB.O.B

Interior Finish 2"

CLT (3 Ply @ 2" Each Thermal Insulation 3"

Suspended Ceiling

Vapor Barrier1" Ventilated Air Space 1" Exterior Wood Cladding 2"

Design Documentation Presentation

Vertical Batten Beyond Blocking Space 4' on Center Wood Beam

Concrete Finish 3" Level 2 22' - 0"

5 layer CLT

Wagnitz

Thermal Insulation 6" Vapor Barrier 1" Timber/Concrete Beam

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Section 7 1/2" = 1'-0"

Timber Structure Column Bears Bolted Connection

Proprietary Steel Plate Grout Slab on Grade

Grade Beam Pile Cap Pile

Drawn by:

Checked by:

Date:

Section 7b 1/2" = 1'-0"

Author

Checker

1/2" = 1'-0"

4/12/2023 1:47:59 PM

A124

DD Wall Section

Scale:

18

2

ESPEN Edmond, OK

Team SWAGGY WAGGY 101 Donald W. Reyonalds School of Architecture Building Stillwater, OK 74078

Lobby (Schematic Design)

Edmond Multi-Modal Transit Station Proposal

Design Documentation Presentation

Wagnitz

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Design Documentation Presentation

Wagnitz

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Lobby (Design Development)

Edmond Multi-Modal Transit Station Proposal

Reflected Ceiling Plan

30' - 0 3/32" 11' - 2 3/4" 11' - 3 1/4"

DUCTS 1-SLOT HIGHTHROW DIFFUSE LED CEILING PANEL DOUBLE HEAD SPRINKLER SUSPENDED CEILING 30' - 0 1/4"

Using LED panels, a grid system was created. Diffusers and sprinkler systems are hidden within the “structure” members that imitate the exterior structure of the building.

106' - 0"

29' - 11 3/4"

SKYLIGHT (BEYOND LED CEILING PANELS)

29' - 11 3/4"

37' - 4 1/8"

EMMTH TEAM 03

Edmond Multi-Modal Transit Station Proposal

Interior Elevations

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RCP-Focus Space Lighting 3/32" = 1'-0"

Design Documentation Presentation

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Wagnitz

TEAM 03

EMMTH

03/21/23

DD RCP

HW.6

EMMTH TEAM 03

The plywood paneling imitates the structure on the outside & ceiling proportions. The ceiling materiality finds its way crawling down the ceiling for a more “forward- thinking” look.

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Elevation 1 - closup 1/4" = 1'-0"

04/10/23

A138 1

Elevation 1 - a 3/32" = 1'-0"

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Elevation 1 - b 3/32" = 1'-0"

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Elevation 1 - c 3/32" = 1'-0"

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Elevation 1 - d 3/32" = 1'-0"

Edmond Multi-Modal Transit Station Proposal

Interior Elevations Copy 1

04/10/23

A137 Design Documentation Presentation

Wagnitz

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Interior Elevations

Welcome to Espen! (Bay Module)

Welcome to Espen!

(Bay Module)

Immerse yourself into a new future for Edmond.

Immerse yourself into a new Edmond!

Cove Tool Comparison

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Edmond Multi-Modal Transit Station Proposal

Design Documentation Presentation

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Design Documentation Presentation

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Structural Systems

Structural System 1:

Laminated Timber

A simple heavy timber construction would require deeper sections and closer spaced members based on spans in project. The lateral forces would be managed by timber x-braced frames possible needed in every bay causing obstruction to certain views and circulation.

Pros: -

Lightweight members

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Lower cost

-

Can achieve complex & creative structure

TOS 66'-0"

36 B 38 B 40 B 42 B

TOS 22'-0" 41 B

34 B

39 B 37 B 35 B

33 B

32 B

31 B

30 B

Cons:

29 B

28 B

Fire Concern

-

More members

27 B

-

26 B

'-

31 B

29 B

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25 B

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0"

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0"

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0"

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0"

15' Spacing

6

B

42

B

5

B

X-Bracing

41

B

/32"

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7

40

B

6 17

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B 37

B

2"

0"

B

38

8 1/

6" Floor Slab

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B

0"

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B

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0"

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Structural Framing Plan

0"

15

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18 B

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B

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'-

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B

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12 B

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19 B

17 B

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13 B

'-

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30 B

20 B

18 B

'-

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14 B

24" Deep Girder

0"

0"

32 B

22 B

'-

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15

15

33 B

24 B

23 B

Deeper sections

21 B

-

0"

34 B

25 B

'-

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Edmond Multi-Modal Transit Station Proposal

Design Documentation Presentation

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Wagnitz

435' - 0"

15' - 0"

15' - 0"

15' - 0"

A2

A2

44' - 8 1/2" B2

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435' - 0"

15' - 0"

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A4

A4

26' - 6 17/32" B4

B4

Design Documentation Presentation

Wagnitz

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Edmond Multi-Modal Transit Station Proposal

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tructural Axonometric

ion Proposal

Design Documentation Presentation

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missed call from mom

Hi there!

Hey!

wait for me!

taxi!